Posttensioned seismic-resistant connections for steel frames

Journal of structural engineering New York, N.Y.

Volumn 127, Issue 2, 2001, Pages 113-121

  Ricles, James M ^a   Sause, Richard ^a   Garlock, Maria M ^b   Zhao, Chen ^b  

^a Lehigh University   (United States)

^b LEHIGH UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DUCTILITY; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; STEEL BEAMS AND GIRDERS; STIFFNESS; STRENGTH OF MATERIALS;

SEISMIC LOADING; STEEL MOMENT RESISTING FRAME;

STRUCTURAL FRAMES;

EID: 0035253019     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:2(113)     Document Type: Article

References (18)

1. Ang, K. M., and Morris, G. A. (1984). "Analysis of three-dimensional frames with flexible beam-column connections." Can. J. Civ. Engrg., Ottawa, 11, 245-254.
2. "Background reports: metallurgy, fracture mechanics, welding, moment connections and frame systems behavior." (1995). Seismic performance of bolted and riveted connections, Rep. No. FGMA-288, Federal Emergency Management Agency, Washington, D.C.
3. Cheok, G., and Lew, H. (1993). "Model precast concrete beam-to-column connections subject to cyclic loading." PCI J., 38(4), 80-92.
4. Cheok, G., and Stone, W. (1994). "Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads - report no. 4." NISTIR 5436, National Institute of Standards and Technology, Gaithersburg, Md.
5. Gerstle, K. H. (1985). "Flexibly connected steel frames." Steel-frames structures: stability and strength, R. Narayanan, ed., Elsevier, London.
6. Interim guidelines: Evaluation, repair, modification and design of welded steel moment frame structures. (1995). Rep. No. FEMA-267, Federal Emergency Management Agency, Washington, D.C.
7. Kasai, K. (1998). "Seismic performance of steel buildings with semi-rigid connections." Proc., SAC Progress Mtg., SAC, Los Angeles.
8. Leon, R. T., and Shin, K. J. (1994). "Seismic performance of semi-rigid composite frames." Proc., 5th U.S. National Conf. on Earthquake Engrg., Chicago, 243-251.
9. Lorenz, R. T., Kato, B., and Chen, W. F., eds. (1993). Semi-rigid connections in steel frames, Council for Tall Build. and Urban Habitat, Lehigh University, Bethlehem, Pa.
10. NEHRP recommended provisions for seismic regulation for new buildings. (1994). Rep. No. FEMA-223, Building Seismic Safety Council, Washington, D.C.
11. Peng, S. W. (2001). "Large scale testing of seismically resistant moment connections for concrete filled tube column-to-WF beam hybrid systems." PhD dissertation, Lehigh University, Bethlehem, Pa.
12. Popov, E. P., and Stephen, R. M. (1972). "Cyclic loading of full size steel connections." Bulletin No. 21, American Iron and Steel Institute, Washington, D.C.
13. Prakash, V., Powell, G., and Campbell, S. (1993). "DRAIN-2DX base program description and user guide, version 1.10." Rep. No. UCB/ SEMM-93/17&18, Struct. Engrg. Mech. and Mat., Dept. of Civ. Engrg., University of California, Berkeley, Calif.
14. Priestley, M., and MacRae, G. (1994). "Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons." PCI J., 41 (1), 64-81.
15. Roeder, C. W. (2000). "State of the art report on connection performance." Rep. No. FEMA-355D, Federal Emergency Management Agency, Washington, D.C.
16. Roeder, C. W., and Foutch, D. A. (1996). "Experimental results for seismic resistant steel moment frame connections." J. Struct. Engrg., ASCE, 122(6), 581-588.
17. El-Sheikh, M., Sause, R., Pessiki, S., Lu, L. W., and Kurama, Y. (1997). "Seismic analysis, behavior, and design of unbonded post-tensioned precast concrete frames." Rep. No. EQ-97-02, Dept. of Civ. and Envir. Engrg., Lehigh University, Bethlehem, Pa.
18. Youssef, N., Bonowitz, D., and Gross, J. (1995). "A survey of steel moment resisting frame buildings affected by the 1994 Northridge Earthquake." Rep. No. NISTIR 5625, National Institute of Standards and Technology, Gaithersburg, Md.